• 제목/요약/키워드: Complex Installation

검색결과 321건 처리시간 0.03초

Numerical and Experimental Studies of Dual Subsea Pipelines in Trench

  • Jo, Chul H.;Shin, Young S.;Min, Kyoung H.
    • Journal of Ship and Ocean Technology
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    • 제6권2호
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    • pp.12-22
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    • 2002
  • Offshore pipelines play an important role in the transportation of gas, oil, water and oil products. It is common to have a group of pipelines in the oil and gas field. To reduce the installation cost and time, dual pipelines are designed. There are great advantages in the installation of dual pipelines over two separate single lines. It can greatly reduce the cost for trench, back-filling and installation. However the installation of dual pipelines often requires technical challenges. Pipelines should be placed to be stable against external loadings during installation and design life period. Dual pipelines in trench can reduce the influence of external forces. To investigate the flow patterns and forces as trench depth and slope changes, number of experiments are conducted with PIV(Particle Image Velocimetry) equipment in a Circulating Water Channel. Numerical approaches to simulate experimental conditions are also made to compare with experimental results. The velocity fields around dual pipelines in trench are investigated and analysed. Comparison of both results show similar patterns of flow around pipelines. It is proved that the trench depth contributes significantly on hydrodynamic stability. The trench slope also affects the pipeline stability. The results can be applied in the stability design of dual pipelines in trench section. The complex flow patterns can be effectively linked in the understanding of fluid motions around multi-circular bodies in trench.

유한요소법을 이용한 진동물체의 최적 제어에 관한 연구 (Optimal Control of An Oscillating Body Using Finite Element Methods)

  • 박승진
    • 도시과학
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    • 제7권1호
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    • pp.55-61
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    • 2018
  • Long bridges, such as suspension bridges and diagonal bridges, are complex phenomena that show different behaviors depending on the shape and rigidity of the cross sections, such as wind vibrations and liquid vibrations from earthquakes in liquid storage containers. This is called the lower skirt on the lower side of the bridge, and the installation of lower skirt is effective for release and vortex vibrations caused by rapid winds, and that increases the stability of the wind resistance of the bridge. Optimal shape and installation of the lower skirt is also essential to make maximum wind speed effect of the lower skirt. Therefore, this study proposes a numerical analysis method to control the vibration of a bridge by calculating the optimal installation angle of an optimal lower skirt according to the optimal control theory and this study evaluates the impact on the optimal control system by minimizing the dominance equation with an evaluation function,which is an indicator for evaluating the optimal control theory state.

스키장의 풍환경 개선을 위한 수치해석 연구 (A NUMERICAL STUDY ON THE WIND EFFECTS OF MOUNTAINOUS TERRAIN FOR THE SKI RESORT)

  • 정재혁;허남건
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2010년 춘계학술대회논문집
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    • pp.493-495
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    • 2010
  • A three-dimensional flow simulation is performed to investigate the flow field in the ski resort on complex terrain. The present paper aims to study the wind effects of mountainous terrain on the gondola safety. Strong wind happens in the ski resort on the mountain by complex terrain and it causes the dangerous accident of gondola. A digital map around the ski resort area is used to model the actual complex terrain for a 3-D analysis domain. Wind direction and speed to be used as a boundary condition are taken from local meteorological reports. The numerical results show details of the velocity distribution around a ski resort. From the results, we can suggest the modification of the installation of gondola for the safety due to strong wind.

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일본 공동체복합지원시설의 복합화 유형에 관한 연구 (A Study on the Complex type Japan Community Mixed-support Facility and space Characteristic)

  • 김수미;서수미;김문덕
    • 한국주거학회:학술대회논문집
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    • 한국주거학회 2008년 추계학술발표대회 논문집
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    • pp.437-441
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    • 2008
  • The community mixed-support facility in Japan is making efforts to try various approaches according to the changes made to allow the privatization of public facilities on the basis of Act on Special Measures for Urban Regeneration since 2004. Due to this change in policy, the community mixed-support facility is now taking further steps in trying to implement variety of approaches in the perspective of urban regeneration and urban maintenance and at the same time the trend of installation of community facility has gone through vivid changes for the last 20 years. The causes of this are from the social demand that claims for of new facilities and the change in the subsidy system in relation to equality in facility installation. Examples of the first cause can be the building of perpetuating educational society, an execution or a movement towards the society of gender equality, a countermovement for an aging society as well as a welfare society, and recently social phenomenon related to consumption is becoming an issue. And for the last, the number of construction of facilities is increasing that grow out of the traditional facility system. The complex of community mixed-support facility will provide public administrative and community mixed-support services to local people as well as to form a notion of community and a feeling of solidarity. Ultimately, this will develop local areas by regional interchanging of information. In this very research, we will analyze the community mixed-support facility and its characteristics as well as its implications and consider the types of complex through many preceding instances in Japanese community mixed-support facility.

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복합플랜트 설치를 위한 지하 대공간 건설 공정별 연속벽체 해석 연구 (Analysis Study of Diaphragm Wall by Construction Process of Large Underground Space for Complex Plant Installation)

  • 김세원;박준경;김영석
    • 한국지반신소재학회논문집
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    • 제21권3호
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    • pp.11-19
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    • 2022
  • 최근 도시화 및 경제 성장에 따라 기피시설로 인식되는 소각장, 매립지와 같은 지상 환경 기초 시설의 지하화에 대한 요구가 증대하고 있다. 대규모 지하 복합플랜트 건설을 위해서는 다양한 지반 조건 및 하중 조건에 따른 안정성 검토가 필요하다. 본 논문에서는 유한요소해석(FEM)을 활용하여 지하 대공간 상부하중과 수평토압을 고려한 지하연속벽체 건설 공정에 따른 수평, 연직 변위 및 응력 발생 경향을 분석하였다. 다양한 조건의 해석 결과를 바탕으로 지하 복합플랜트 상세설계 및 시공단계에서 고려해야 할 요소들을 검토하고, 지하 대공간 건설을 위한 설계인자(중간벽체 설치 유무, 사전 보강 영역 등)에 관한 시사점을 도출하였다.

A Study on the Play Space of Residential Complexes for Children in Hefei, China

  • Lee, Keon-Ha;Kim, Young-Eun
    • Architectural research
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    • 제14권2호
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    • pp.57-65
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    • 2012
  • This study was focused on the new town residential complex in suburban Hefei, China, which was carried out a survey on the present conditions of children's play space. The residential complexes and play spaces in Hefei, regardless of installation, the standards for the installation of play facilities were not provided legally, and the types of installation of the play facilities also were not standardized. For the play space in residential complexes in China to carry out original functions under the condition and become a place of everybody's activities not just for children, the following should be improved:(1) There is no provision and standard for the size of play space, so the standards for installation of play space with safety like Korea, Japan and the US are necessary. (2) The location of the play space should be able to guarantee maximum play activities to children, and the independence of the space should be secured by putting it in a place far from a footpath or pass way. (3) Since children's play space has different properties from those of green space and resting spaces, separate environmental planning is necessary.

공공건축물에 적용되는 신·재생에너지원의 새로운 보정계수 제안 (Proposal of New Correction Factors for New and Renewable Energy Sources in Public Building)

  • 김윤호;박윤하;원안나;황정하
    • 한국태양에너지학회 논문집
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    • 제36권6호
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    • pp.13-24
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    • 2016
  • The government introduced a mandatory installation system of new & renewable energy for public building to meet the target of greenhouse gas reduction and also suggest a correction factor for new renewable energy to expand the installation of various new & renewable energy systems. The introduction of correction factors, however, was followed by the reduction of installation size of new & renewable energy sources. Assuming that it was caused by a correction factor for each new renewable energy source calculated by the initial costs, this study proposed a new correction factor approach based on payback periods to reflect the technology element in the calculation process of correction factors additionally. The application results of new correction factors show that it was possible to do complex calculations including the economic and technological aspects to select a new & renewable energy system and that the installation size was also enlarged.

트렌치내에서 복합 해저 관로 안정성의 수치해석과 실험해석 비교 (Comparison of Numerical and Experimental Stability of Dual Subsea Pipeline in Trench)

  • Chul H. Jo;Young S. Shin;Sung G. Hong;Kyoung H. Min;Chung, Kwang-Sic
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.254-259
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    • 2001
  • There are advantages in the installation of dual subsea pipelines over two separate single lines. In many case it can reduce the cost for trench, back-filling and installation. However the installation of dual pipelines often requires technical challenges. Dual Pipelines should be placed to be stable to external loading not only during the installation but also in the design life. Dual pipelines in trench can reduce the influence of external forces. To investigate applied forces as slope changes, number of experiments are conducted with PIV (Particle Image Velocimetry) in a circulating water channel. Numerical approaches are also made to compare with experimental results. The velocity fields around dual pipelines in trench are investigated and analysed. Comparison of both results show similar pattern of flow around dual pipelines. it is proved that the trench slope affects the pipeline stability significantly. The results can be applied in the stability design of dual pipelines in trench section. The complex flow patterns can be referenced effectively linked in the understanding of fluid around circular bodies in trench.

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분산 환경의 대규모 클러스터를 관리하기 위한 RISE 시스템의 설계 및 구현 (The Design and Implementation of RISE for Managing a Large Scale Cluster in Distributed Environment)

  • 박두식;양우진;반민호;정갑주;이종현;이상문;이창성;신순철;이인호
    • 한국정보과학회논문지:시스템및이론
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    • 제33권7호
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    • pp.421-428
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    • 2006
  • 본 논문에서는 지리적으로 분산되어 있는 클러스터 시스템자원들을 효율적으로 활용하기 위한 3-tier 구조의 원격 설치 및 백업 방안을 소개한다. 최근에는 클러스터 시스템이 수백 노드 이상의 대규모 시스템이며, 공인망과 사설망이 혼재되는 복잡한 네트워크 환경으로 구성되고 있다. 따라서, 대규모 클러스터 시스템에 적합한 클러스터의 OS 설치와 원격지에서 클러스터 노드의 장애를 효과적으로 복구하는 것이 중요하다. 하지만 기존의 2-tier 구조의 클러스터 설치 및 이미지 백업 방법들은 공인망과 사설망으로 구성되어 있는 클러스터의 경우, 원격지에서 접근과 관리가 어렵다. 이러한 문제점을 해결하고자 본 논문에서는 3-tier 구조의 RISE(Remote Installation Service Environment) 시스템을 제안하고자 한다. RISE 시스템은 2-tier 구조의 마스터 노드 역할을 관리노드(GRISE)와 지역관리노드(LRISE)로 나누어줌으로써 다양한 네트워크환경하에서 초기설치 및 장애 발생시 효과적으로 지원할 수 있으며, 관리노드와 지역관리 노드들의 동기화 기능을 통해 지역관리노드들의 안정성을 보장하고 있다. 64개 노드의 클러스터 시스템과 Gigabit 네트워크 시스템을 활용한 실험을 통하여, 1.86 GByte의 시스템 이미지를 5분 53초 안에 확보 할 수 있었고, 64개 노드 클러스터 시스템의 초기설치 작업을 평균 17분 38초 안에 완료할 수 있었다.

SFC 그래픽 언어로 기술된 공정제어 시스템에서 효율적인 에러관리 방법 (Efficient Error Management Method in Process Control System Described by SFC Graphical Language)

  • 전호익;우광준
    • 조명전기설비학회논문지
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    • 제14권1호
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    • pp.59-66
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    • 2000
  • 최근 산업공정 시스댐이 복잡해지고 고도의 성능을 요구함에 따라 PLC의 하드혜어와 소프트웨어의 성능이 향상되었다. SFC 그래픽 언어는 순차 논리 알고리즘을 기술뿐만 아니라 인터록 제어 알고리즘과 같은 에러 관리 알고리즘을 기술하는 데에도 적합하다. 본 논문에서는 산업 공정 제어 시스템을 기술하는데 있어서 효과적으로 에러를 관리하기 위해 제한자를 이용 한 에러 관리 방법올 제안하였으며, 제안된 방법으로 필름 코탱기 제어 시스템을 구현한 결과 에러 관리가 용이하고 프로그랩 메모리의 용량을 줄일 수 있었음을 확인하였다.

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